WO2022219343A1 - Unité paroi modulaire - Google Patents

Unité paroi modulaire Download PDF

Info

Publication number
WO2022219343A1
WO2022219343A1 PCT/GB2022/050940 GB2022050940W WO2022219343A1 WO 2022219343 A1 WO2022219343 A1 WO 2022219343A1 GB 2022050940 W GB2022050940 W GB 2022050940W WO 2022219343 A1 WO2022219343 A1 WO 2022219343A1
Authority
WO
WIPO (PCT)
Prior art keywords
wall section
wall
cast
cavity
fasteners
Prior art date
Application number
PCT/GB2022/050940
Other languages
English (en)
Inventor
Calum ENDEAN
Michael Roddy
Original Assignee
Poundfield Precast Limited
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Poundfield Precast Limited filed Critical Poundfield Precast Limited
Publication of WO2022219343A1 publication Critical patent/WO2022219343A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/02—Retaining or protecting walls
    • E02D29/0258—Retaining or protecting walls characterised by constructional features
    • E02D29/0266—Retaining or protecting walls characterised by constructional features made up of preformed elements
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/02—Sheet piles or sheet pile bulkheads
    • E02D5/03—Prefabricated parts, e.g. composite sheet piles
    • E02D5/10—Prefabricated parts, e.g. composite sheet piles made of concrete or reinforced concrete
    • E02D5/12—Locking forms; Edge joints; Pile crossings; Branch pieces

Definitions

  • the present invention relates to a modular retaining wall section, a modular retaining wall system and a method of constructing a modular retaining wall.
  • Modular retaining walls are widely used for containing bulk materials. It is known for such walls to be constructed from wall sections in the form of precast concrete blocks, which can be easily transported to a site and positioned (for example using a fork-lift) to create a wall. Each wall section may be free-standing, and a wall of desired length can be constructed by placing a suitable number of sections adjacent to one another. The sections may be secured to one another to distribute load more evenly through the wall so as to increase the overall strength of the wall, and to reduce the risk of the wall sections moving relative to one another. The sections are typically secured together using metal straps which span between the outer surfaces of adjacent sections and are bolted to cast-in fasteners in each adjacent section.
  • the sections may also be secured to a ground surface using fasteners that extend through a base of the wall.
  • An example of such a wall system is disclosed in the present applicant’s granted UK Patent No. 2377949, in which wall sections with “A”- shaped cross-sections are described.
  • fastening components such as straps and bolts are exposed on an outer face of the wall and may therefore be more vulnerable to damage in certain circumstances, for example from machinery used to handle the material contained by the wall, or from corrosion. Furthermore, the fastening components are exposed to the elements on the outer face, so that the fastening components and the concrete block may be susceptible to degradation.
  • a precast wall section for constructing a modular retaining wall comprising a plurality of said wall sections.
  • the precast wall section comprises first and second outer faces, first and second end faces for abutting respective end faces of adjacent wall sections when arranged in the retaining wall, an internal cavity accessible from at least one of the end faces, and cast-in fasteners for securing connecting members thereto for securing the wall section to an adjacent wall section.
  • the cast-in fasteners are positioned for access from within the cavity.
  • the cast-in fasteners and connecting members are disposed within a hollow interior of the retaining wall instead of being exposed on an outer face of the wall, and may therefore be less vulnerable to damage and degradation.
  • the outer faces of the wall sections can be substantially free of parts for securing the wall sections together, so that the outer faces of the retaining wall may be uninterrupted by the securing or connecting parts and the retaining wall may be more durable, less susceptible to damage due to equipment or materials contacting the connecting parts, and may have an improved appearance.
  • each of the cast-in fasteners comprises a threaded insert for receiving a bolt.
  • the cast-in fasteners may comprise pins, shackles, eye bolts, threaded rods or other suitable fasteners.
  • the cast-in fasteners may protrude into the cavity, or may be flush with or recessed into the walls of the cavity.
  • the wall section may comprise cast-in reinforcing elements coupled to the cast-in fasteners.
  • the reinforcing elements may be arranged to transfer load applied to the cast-in fasteners into the wall section. In this way, the reinforcing elements help to prevent the cast-in fasteners from being pulled out of the wall section under load.
  • Each reinforcing element may be connected to a respective cast-in fastener.
  • the reinforcing elements may be formed from metal.
  • Each of the reinforcing elements may be elongate to extend in a direction away from the end face closest to the respective cast-in fastener. Each reinforcing element may be angled to diverge from a surface of the cavity. Each reinforcing element may comprise a connecting portion for connecting to a cast-in fastener and at least one elongate anchor portion which extends away from the fastener to anchor the reinforcing element in the wall section.
  • the depth or distance between the elongate anchor portion and an adjacent surface of the cavity may increase moving in a direction away from the cast-in fastener.
  • each reinforcing element comprises a generally U-shaped staple.
  • a base of the staple may extend part way around a respective cast-in fastener to provide the connecting portion and arms of the staple provide the anchor portions.
  • the wall section may comprise a metal reinforcing structure.
  • the wall section may comprise a reinforcing steel grid structure.
  • the reinforcing elements may be disposed between a surface of the cavity and the metal reinforcing structure of the wall section. The reinforcing elements may be separate from the metal reinforcing structure.
  • the cavity may be at least partly defined by a floor and side walls.
  • the cast-in fasteners are preferably disposed on the side walls of the cavity.
  • the cast-in fasteners may be disposed on the floor of the cavity.
  • the cavity is not accessible from the outer faces.
  • the wall section may comprise through-holes in the floor for securing the wall section to a ground surface.
  • the cavity may be divided into a first cavity part and a second cavity part.
  • Cast-in fasteners may be positioned for access from within either or both of the first and second cavity parts.
  • the wall section may comprise one or more lifting inserts.
  • Each lifting insert may comprise a cast-in lifting insert provided in a top surface of the wall section.
  • the wall section may be lifted solely by the lifting inserts. In this way, the wall section may be conveniently lifted into position and/or manoeuvred when constructing the wall.
  • At least part of the wall section may have a generally A-shaped cross-sectional profile.
  • the wall section may comprise a base portion, a first side portion, and a second side portion.
  • the first and second side portions may extend upwardly and meet at an apex above the base portion and the base portion may extend between the first and second side portions.
  • the first and second side portions may provide the first and second outer faces.
  • the outer faces are substantially planar.
  • the outer faces may be sloped to converge towards a top of the wall section.
  • the outer faces may not be parallel to one another.
  • the first and second outer faces are aligned with respective first and second outer faces of adjacent wall sections, to provide first and second faces of the wall.
  • the wall section may comprise an extension portion which projects upwardly from upper edges of the outer faces to increase a height of the wall section.
  • a modular wall system for constructing a retaining wall.
  • the system comprises two or more pre cast wall sections, each wall section comprising first and second outer faces, first and second end faces for abutting respective end faces of adjacent wall sections when arranged in the retaining wall, an internal cavity accessible from at least one of the end faces, and cast-in fasteners positioned for access from within the cavity, for securing connecting members thereto for securing the wall section to an adjacent wall section.
  • the system further comprises connecting members for securing to the cast-in fasteners to secure the wall sections together.
  • the cavities are aligned to form a hollow and the connecting members are positioned for access from within the hollow.
  • the connecting members are disposed within the hollow.
  • a method of constructing a modular retaining wall using wall sections each wall section comprising an internal cavity and cast-in fasteners positioned for access from within the cavity.
  • the method comprises placing a first wall section, placing a second wall section adjacent the first wall section to align the cavity of the second wall section with the cavity of the first wall section to form a hollow, abutting an end face of the first wall section with an end face of the second wall section, placing a connecting member in the hollow to span between the first and second wall sections, fastening the connecting member to a cast-in fastener of the first wall section, and fastening the connecting member to a cast-in fastener of the second wall section.
  • Figure 1 is a perspective view of a precast block according to a first embodiment of the invention
  • Figure 2 is a schematic end view of the block of Figure 1 showing the position of various internal components
  • Figure 3 is a schematic side view of the block of Figure 1 showing the position of various internal components
  • Figure 4 is a perspective view of a wall comprising blocks according to the first embodiment of the invention.
  • Figure 5 is a cutaway view of the wall of Figure 4.
  • Figure 6 is a perspective view of a precast block according to a second embodiment of the invention.
  • Figure 7 is a schematic end view of the block of Figure 6 showing the position of various internal components
  • Figure 8 is a schematic side view of the block of Figure 6 showing the position of various internal components
  • Figure 9 is as perspective view of a wall comprising blocks according to the second embodiment of the invention.
  • Figure 10 is a cutaway view of the wall of Figure 9. DESCRIPTION OF THE PREFERRED EMBODIMENTS
  • the present invention provides a modular wall system for constructing a freestanding modular retaining wall.
  • the wall system comprises wall sections in the form of precast blocks. Two or more of the blocks may be joined together end-to- end to form the retaining wall.
  • the block 100 is a reinforced concrete block having a steel reinforcing grid structure, known as a rebar mesh (not shown), cast within the block 100.
  • the block 100 comprises a generally rectangular base portion 102, a first side portion 104 and a second side portion 106.
  • the first and second side portions 104, 106 rise at an angle from opposing side edges 108, 110 of the base portion and meet at an apex 112 above, and midway between the side edges 108, 110 of the base portion.
  • the base portion 102 and first and second side portions 104, 106 extend between first and second end faces 114, 116 of the block, parallel to a longitudinal axis X of the block 100.
  • Outer surfaces of the first and second side portions 104, 106 provide first and second outer faces 115, 117 of the block 100.
  • the base portion 102 and first and second side portions 104, 106 together define a cavity 118 which extends through the block and has a generally triangular cross section.
  • the first and second side portions 104, 106 extend downwardly beyond the base portion 102 to form feet 120, 122, thereby forming a recess 124 beneath the base portion 102.
  • a cross-sectional profile of the block 100 is similar in shape to a capital letter “A”.
  • An upper surface of the base portion provides a floor 126 of the cavity 118.
  • Inner surfaces of the side portions 104, 106 provide side walls 128, 130 of the cavity 118.
  • the block 100 is arranged to be secured to at least one other block 100 to form a wall. Accordingly, the block 100 comprises a plurality of cast-in fasteners for securing connecting members to join the block 100 to another block, as described further below.
  • the cast-in fasteners are embedded in the block 100 and are arranged to be accessed from within the cavity 118.
  • the cast-in fasteners are in the form of threaded inserts 132 arranged to receive the threaded shank of a bolt.
  • Each threaded insert 132 (not shown in detail) comprises a cylindrical tube having an internal thread.
  • the threaded inserts 132 are recessed into a surface of the cavity 118, and each threaded insert 132 provides a blind bore which opens into the cavity 118.
  • threaded inserts 132 are disposed in the base portion 102 and side portions 104, 106, to provide openings in the floor 126 and side walls 128, 130 of the cavity 118.
  • the threaded inserts 132 are recessed into the block so as to sit flush with the inner (cavity-facing) surfaces of the floor 126 and side walls 128, 130.
  • the threaded inserts 132 do not extend fully through the base portion 102 or side portions 104, 106 to reach an outer surface of the block 100. Accordingly, the threaded inserts 132 may be accessed only from within the cavity 118.
  • the threaded inserts 132 are disposed adjacent to, but spaced apart from, each end face 114, 116 of the block 100, to facilitate joining blocks together in an end-to-end arrangement.
  • a pair of laterally spaced apart threaded inserts 132 is provided adjacent each end face 114, 116 of the block 100, in each of the base portion 102, the first side portion 104 and the second side portion 106.
  • six inserts 132 are provided adjacent each end face 114, 116 of the block 100 and the inserts 132 are generally evenly distributed around a periphery of the triangular cavity 118.
  • the cast-in fasteners may comprise pins, shackles, eye bolts, threaded rods (e.g. for accepting a nut) or other suitable fasteners, and any suitable number of fasteners may be provided.
  • the cast-in fasteners may protrude into the cavity 118.
  • the block 100 further comprises reinforcing elements coupled to the cast-in fasteners.
  • the reinforcing elements are arranged to transfer load applied to the cast- in fasteners into the block.
  • the reinforcing elements are cast-in reinforcing elements in the form of generally U-shaped staples 134, which may be formed from lengths of rebar.
  • Each threaded insert 132 is provided with a corresponding staple 134 embedded in the block 100 beneath a surface of the cavity 118.
  • the staples 134 are disposed entirely beneath the surface of the cavity 118.
  • Each U-shaped staple 134 comprises an engagement portion 136 formed by the base of the ‘U’ and elongate anchor portions 138 formed by the arms of the ‘U’.
  • the engagement portion 136 wraps part way around a respective threaded insert 132 and the anchor portions 138 extend away from the threaded insert 132.
  • the anchor portions 138 extend in a direction away from an adjacent end face 114 or 116 of the block 100. In this way, the anchor portions 138 extend generally away from the direction of load applied to the threaded inserts 132 in use, as described further below.
  • the staples 134 are angled to diverge from a surface of the cavity 118, as can be seen in Figure 3.
  • each staple 134 is angled with respect to an adjacent surface of the cavity 118, such that the anchor portions 138 extend in a direction away from the cavity 118 as they extend away from the nearest adjacent end face 114 or 116 of the block 100.
  • the engagement portion 136 of each staple 134 is disposed closer to the surface of the cavity 118 than the anchor portions 138.
  • the staples 134 help to transfer load into the block and thus help to prevent the threaded inserts 132 from failing under load and from being pulled out from the block 100.
  • each reinforcing element may comprise a loop, bar, hook or other suitably shaped element.
  • Each reinforcing element may be fixed (e.g. welded) to a respective cast-in fastener before being cast into the block.
  • a reinforcing grid in a reinforced concrete block may be covered by a predetermined minimum depth of concrete, to provide a barrier between the reinforcing grid and external elements to which the block is exposed.
  • the threaded inserts 132 and staples 134 are separate from the reinforcing grid (not shown) of the block 100.
  • the reinforcement provided by the staples allows shallower threaded inserts (or other cast-in fasteners) to be used, which need not be connected to the reinforcing grid. In this way, the reinforcing grid may be better protected against corrosion (e.g. from water ingress) which might otherwise spread inwardly from the surface of the block to the grid via the cast-in fasteners.
  • a wall may be constructed from a plurality of blocks 100 by abutting the blocks 100 end-to-end, aligning the blocks 100 coaxially (with respect to the longitudinal axis X of each block).
  • Figures 4 and 5 show a wall 10 comprising a first block 100a and a second block 100b.
  • a first end face 114 of the first block 110a abuts a second end face 116 of the second block 110b.
  • the outer faces 115, 117 form first and second faces 12, 14 of the wall 10.
  • the cavities 118 of the blocks 100a, 100b are aligned to form a continuous generally triangular void or hollow 16 extending longitudinally through the wall 10.
  • each of the threaded inserts 132 adjacent the first end face 114 of the first block 110a is aligned with a corresponding threaded insert 132 adjacent the second end face 116 of the second block 100b.
  • connecting brackets 140 are secured together using connecting members (as mentioned above), which in this embodiment comprise connecting brackets 140.
  • Figure 5 shows the wall 10 with the second side portions 106 of each block 100a, 100b omitted so that the brackets 140 can be seen within the hollow 16.
  • the connecting brackets 140 are arranged to be secured to the threaded inserts 132 by bolts 142.
  • Each connecting bracket 140 comprises a generally rectangular plate having a pair of spaced apart mounting apertures.
  • the mounting apertures comprise elongate slots 144. A width of each slot 144 is sized to receive a shank of one of the bolts 142.
  • Each bracket 140 is arranged to extend between corresponding cast-in fasteners of adjacent blocks.
  • each bracket extends between a threaded insert 132 of the first block 100a, and a corresponding threaded insert 132 of the adjacent second block 100b, in order to connect the blocks 100a, 100b together.
  • Each bracket therefore extends from a cavity 118 of the first block 100a to a cavity 118 of the second block 100b.
  • the brackets 140 are secured in place by inserting a bolt 142 through each slot in the bracket 140 and tightening the bolt 142 into the respective threaded insert 132.
  • the elongate slots 144 allow the brackets 140 to accommodate for variations in distance between corresponding inserts 132 and/or slight misalignment of adjacent blocks.
  • the brackets 140 are secured adjacent the floor 126 and side walls 128, 130 of the cavities 118.
  • Securing brackets 140 to both the floor 126 and side walls 128, 130 of the cavities means that connecting brackets 140 span between the blocks 100a, 100b both near a base of the blocks, and also at a higher position, closer to the top of the blocks. This arrangement helps to strengthen the wall 10 against lateral and torsional forces acting to deflect blocks out of alignment with the wall 10.
  • each block 100 are generally smooth and generally planar, such that a substantially uninterrupted joint is formed between the blocks 100a, 100b when the blocks are abutted. This joint may be sealed once the wall 10 has been constructed. Edges of the end faces 114, 116 may be chamfered to help prevent chipping, which may occur as the blocks are manoeuvred whilst constructing the wall 10.
  • the outer faces 115, 117 are smooth and generally planar.
  • the side portions 104, 106 are aligned when the wall 10 is constructed, such that the outer faces 115, 117 form first and second faces 12, 14 of the wall 10.
  • the faces 12, 14 of the wall are generally planar and interrupted only by the joints between blocks.
  • the connecting brackets 140 and bolts 144 for securing the blocks 100a, 100b together are disposed within the hollow 16 and are therefore protected from hazards to which the outer faces 12, 14 of the wall are exposed.
  • the brackets 140 and bolts 144 are protected from being struck by machinery used for handling bulk materials, and from exposure to abrasive or corrosive substances to which the outer faces 12, 14 may be exposed. This arrangement also helps to improve the appearance of the wall, as the faces 12, 14 of the wall are not interrupted by the brackets 140.
  • the block 100 described above may be readily manoeuvred using a fork-lift, crane or other suitable equipment, for example by inserting a fork or forks or a lifting strap into the cavity 118 of the block 100.
  • Each block 100 is also provided with cast-in lifting inserts 146 set into a top surface of the block 100.
  • the block 100 may be liftable solely by the lifting inserts 146.
  • the block 100 further comprises fixing holes 148 which pass through the base portion 102.
  • the fixing holes 148 are arranged to receive ground fixings for fixing the block 100 to a ground surface.
  • the block 100 may be secured to a ground surface by bolts which extend through the fixing holes and are secured to the ground surface or driven into the ground.
  • a ground fixing system (not shown) comprising elongate rail members may be fixed to the ground surface.
  • the blocks may be placed over the ground fixing system such that the wall extends over the rail members, and the blocks may be secured to the rail members with suitable fasteners which extend through the fixing holes 148.
  • a precast block 200 according to a second embodiment of the invention is shown in Figures 6 to 10.
  • the block 200 is similar to the block 100 of the first embodiment, and only the differences will be described in detail.
  • the block 200 of this second embodiment comprises a base portion 202 and first and second side portions 204, 206.
  • the block 200 comprises a bridging portion 205 which spans a width of a generally triangular cavity of the block 200 and divides the cavity into a first, upper cavity part
  • the bridging portion is generally rectangular and extends between the first and second side portions 204, 206 of the block 200 and between first and second end faces 214, 216 of the block.
  • threaded inserts 132 are provided in a floor 245 and side walls 250, 252 of the lower cavity part 219 and in side walls 228, 230 of the upper cavity part 218.
  • threaded inserts may be provided in an upper side and/or a lower side of the bridging portion 205.
  • the block 200 is provided with lifting inserts 246, and fixing holes 248 pass through the base portion 202.
  • Figure 9 shows a wall 20 constructed from first and second blocks 200a, 200b according to the second embodiment, and Figure 10, shows the wall 20 with the second side portions 206 of each block 200a, 200b omitted.
  • the blocks 200a, 200b are aligned such that the upper cavity part 218 of the first block 200a is aligned with the upper cavity part 218 of the adjacent second block 200b to form an upper hollow 26 extending through the wall 20.
  • the lower cavity part 219 of the first block 200a is aligned with the lower cavity part 219 of the second block 200b to form a lower hollow 28 extending through the wall 20.
  • connecting brackets 140 are positioned to extend between corresponding threaded inserts 132 of the adjacent blocks 200a, 200b.
  • threaded inserts 132 are provided in both the upper and lower cavity parts 218, 219, such that brackets may be secured in both the upper and lower hollows 26, 28.
  • the block may comprise an extension portion which projects upwardly from the apex of the block to increase a height of the block.
  • the extension portion may be generally rectangular.
  • the extension portion may have a hollow interior.
  • the wall system of the present invention provides a modular wall in which adjacent wall sections in the form of blocks are secured together by connecting members disposed within a hollow interior of the wall. Adjacent blocks are secured to one another by brackets which span between the blocks. In this way, load applied to each block in the wall is distributed along the wall, which helps to strengthen the wall.

Landscapes

  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Environmental & Geological Engineering (AREA)
  • Retaining Walls (AREA)
  • Revetment (AREA)

Abstract

La présente invention concerne une section de paroi préfabriquée pour construire une paroi de retenue modulaire comprenant une pluralité desdites sections de paroi. La section de paroi préfabriquée comprend des première et seconde faces externes, des première et seconde faces d'extrémité destinées à venir en butée contre des faces d'extrémité respectives de sections de paroi adjacentes lorsqu'elles sont disposées dans la paroi de retenue, une cavité interne accessible à partir d'au moins l'une des faces d'extrémité, et des éléments de fixation coulés permettant de fixer des éléments de liaison pour fixer la section de paroi à une section de paroi adjacente. Les éléments de fixation coulés sont positionnés pour un accès depuis l'intérieur de la cavité.
PCT/GB2022/050940 2021-04-16 2022-04-13 Unité paroi modulaire WO2022219343A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
GB2105422.6 2021-04-16
GB2105422.6A GB2605835A (en) 2021-04-16 2021-04-16 Modular wall unit

Publications (1)

Publication Number Publication Date
WO2022219343A1 true WO2022219343A1 (fr) 2022-10-20

Family

ID=76377696

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/GB2022/050940 WO2022219343A1 (fr) 2021-04-16 2022-04-13 Unité paroi modulaire

Country Status (2)

Country Link
GB (1) GB2605835A (fr)
WO (1) WO2022219343A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3820343A (en) * 1973-03-28 1974-06-28 Speidel Found & Marine Inc Self supporting wall
JPS5973437U (ja) * 1982-11-10 1984-05-18 羽田コンクリ−ト工業株式会社 弧状コンクリ−トブロツクの連結装置
JPH11124868A (ja) * 1997-10-21 1999-05-11 Nozu Unso Kk コンクリート成型品、ｌ型擁壁、及びボックスカルバート
EP1162315A1 (fr) * 2000-06-08 2001-12-12 Balisage-Securité-Service- B.S.S. Barrière de sécurité en béton pour voies routières et autoroutières
WO2002101153A1 (fr) * 2001-06-13 2002-12-19 Poundfield Products Limited Bloc mural independant, notamment un mur de soutenement et procede destine a eriger un tel mur

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3820343A (en) * 1973-03-28 1974-06-28 Speidel Found & Marine Inc Self supporting wall
JPS5973437U (ja) * 1982-11-10 1984-05-18 羽田コンクリ−ト工業株式会社 弧状コンクリ−トブロツクの連結装置
JPH11124868A (ja) * 1997-10-21 1999-05-11 Nozu Unso Kk コンクリート成型品、ｌ型擁壁、及びボックスカルバート
EP1162315A1 (fr) * 2000-06-08 2001-12-12 Balisage-Securité-Service- B.S.S. Barrière de sécurité en béton pour voies routières et autoroutières
WO2002101153A1 (fr) * 2001-06-13 2002-12-19 Poundfield Products Limited Bloc mural independant, notamment un mur de soutenement et procede destine a eriger un tel mur
GB2377949A (en) 2001-06-13 2003-01-29 Poundfield Products Ltd Reinforced concrete wall section for a freestanding wall

Also Published As

Publication number Publication date
GB202105422D0 (en) 2021-06-02
GB2605835A (en) 2022-10-19

Similar Documents

Publication Publication Date Title
US6347904B1 (en) Fly clamp for reinforcing bars in concrete construction
US7934885B2 (en) Reinforced ground cover mats
KR100495782B1 (ko) 블록조립식 보강토옹벽 패널과 이 패널을 사용한보강토옹벽의 시공방법
US20100031605A1 (en) Composite concrete column and construction method using the same
US20080063479A1 (en) Pile coupling
WO2009025421A1 (fr) Structure construite à l'aide d'éléments pré-coulés et son procédé de construction
US20130333318A1 (en) Reinforced masonry panel structures
US6984092B1 (en) Corner connection for temporary shoring
KR101705002B1 (ko) 조립식 이중합성 플레이트 거더교 및 그 시공방법
WO2022219343A1 (fr) Unité paroi modulaire
KR100699040B1 (ko) 흙막이 벽체 지지용 버팀보의 연결구조
KR200201561Y1 (ko) 강관파일 두부보강구조
KR20040038440A (ko) 블록조립식 보강토옹벽 패널과 그 시공방법 및 패널지지용 보강재
JP2750556B2 (ja) プレストレストコンクリート桁の製造方法
KR101824963B1 (ko) 하이브리드 강합성거더 및 그 시공방법
US20100170166A1 (en) Spot footing
CN113863487B (zh) 梁端钢砼组合缺口梁及主次梁连接节点施工工艺
EP1558822A1 (fr) Ensemble element de construction
JPH03156094A (ja) 路盤下横断円形断面構造物およびその施工方法
US20110232218A1 (en) Form work, system, and method
EP3695053B1 (fr) Coffrages fixes
JP2006183286A (ja) 波形鋼板ウエブｕコンポ橋における波形鋼板ウエブの接合構造
JP3950748B2 (ja) 橋桁
KR100449520B1 (ko) 강관파일의 두부보강 구조 및 그 구조물
JP4354129B2 (ja) コンクリート構造物の構築方法およびそのための型枠兼用壁面ブロック

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 22723716

Country of ref document: EP

Kind code of ref document: A1

NENP Non-entry into the national phase

Ref country code: DE

122 Ep: pct application non-entry in european phase

Ref document number: 22723716

Country of ref document: EP

Kind code of ref document: A1